Assembly type composite roadbed retaining wall and construction method thereof
A technology of composite roadbed and construction method, which is applied in infrastructure engineering, artificial islands, water conservancy projects, etc., can solve the problems of long construction period of retaining wall, etc., and achieve the effects of shortening construction period, environmental protection, saving material pollution, and reducing pollution
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Embodiment 1
[0067] Embodiment 1 also discloses a construction method of an assembled composite subgrade retaining wall, such as Figure 9 shown, including the following steps:
[0068] S1. Construction preparations, including the following:
[0069] S1.1. Conduct a comprehensive safety technical disclosure to the construction personnel before the slope protection construction, and conduct a comprehensive inspection before the mechanical operation to ensure construction safety.
[0070] S1.2. During construction, first remove debris and obstacles within the construction range of roads and retaining walls, take drainage and drainage measures, and level the construction site and construction access roads. Various temporary facilities, such as lighting and safety facilities, should be ready.
[0071] S1.3. Combining design drawings and construction plans, formulate work plans for construction machinery and construction personnel.
[0072] S2. Setting-out measurement: use the total station ...
Embodiment 2
[0086] Embodiment 2, on the basis of Embodiment 1, the following settings are added, such as Figure 11 As shown, a first steel rod 51 and a second steel rod 52 are vertically pierced through the cavity of the vertical channel steel 13, wherein the outer wall of the first steel rod 51 abuts against the shaft center of the vertical channel steel 13 away from the connecting column 3 and the outer wall of the first steel rod 51 also abuts against the part of the outer wall of the steel strand 4 that is away from the axis of the connecting column 3 .
[0087] Such as Figure 11 , Figure 12 As shown, the edge of the side plate of the vertical channel steel 13 is integrally formed with a flange 132, the flange 132 is located at the inner right angle of the positioning groove 31, and the outer wall of the second steel rod 52 abuts against the flange 132 and the vertical channel steel 13 on the inner wall of the inner right angle formed by the side panels. The second steel rod 52 ...
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